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Questions and Answers
What is an incorrect method to reach ZAV?
What is an incorrect method to reach ZAV?
What is a characteristic of ZAV access?
What is a characteristic of ZAV access?
What is true about accessing ZAV?
What is true about accessing ZAV?
What is a limitation of ZAV?
What is a limitation of ZAV?
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What is not a method to access ZAV?
What is not a method to access ZAV?
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What is false about ZAV?
What is false about ZAV?
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What is a restriction on accessing ZAV?
What is a restriction on accessing ZAV?
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What is not possible with ZAV?
What is not possible with ZAV?
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What is a limitation on ZAV accessibility?
What is a limitation on ZAV accessibility?
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What is not a characteristic of ZAV access?
What is not a characteristic of ZAV access?
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What happens to the air voids in a compacted soil sample when it reaches its maximum degree of compaction?
What happens to the air voids in a compacted soil sample when it reaches its maximum degree of compaction?
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What is the significance of achieving a degree of compaction where all air voids are removed?
What is the significance of achieving a degree of compaction where all air voids are removed?
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What would be the likely effect on the compaction curve if the soil sample is not fully compacted?
What would be the likely effect on the compaction curve if the soil sample is not fully compacted?
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What is the primary cause of entrapped air in a soil sample during compaction?
What is the primary cause of entrapped air in a soil sample during compaction?
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Which of the following would NOT affect the compactive effort required to achieve a certain degree of compaction?
Which of the following would NOT affect the compactive effort required to achieve a certain degree of compaction?
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What is the purpose of the Standard Proctor Equipment in soil compaction testing?
What is the purpose of the Standard Proctor Equipment in soil compaction testing?
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How does the presence of entrapped air affect the dry density of a compacted soil sample?
How does the presence of entrapped air affect the dry density of a compacted soil sample?
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What happens to the compaction curve when the soil sample is over-compacted?
What happens to the compaction curve when the soil sample is over-compacted?
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What is the effect of increasing the compactive effort on the dry density of a compacted soil sample?
What is the effect of increasing the compactive effort on the dry density of a compacted soil sample?
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What is the significance of determining the maximum dry density of a soil sample?
What is the significance of determining the maximum dry density of a soil sample?
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How many times is the soil compacted for each lift in the Modified Proctor Test?
How many times is the soil compacted for each lift in the Modified Proctor Test?
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What was the Modified Proctor Test developed during?
What was the Modified Proctor Test developed during?
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What is the primary purpose of compacting a soil sample?
What is the primary purpose of compacting a soil sample?
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What happens to the dry density of a compacted soil sample when it reaches its maximum degree of compaction?
What happens to the dry density of a compacted soil sample when it reaches its maximum degree of compaction?
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What is the effect of entrapped air on the dry density of a compacted soil sample?
What is the effect of entrapped air on the dry density of a compacted soil sample?
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What is the significance of the Standard Proctor Equipment in soil compaction testing?
What is the significance of the Standard Proctor Equipment in soil compaction testing?
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What happens to the compaction curve when the soil sample is over-compacted?
What happens to the compaction curve when the soil sample is over-compacted?
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What is the effect of increasing the compactive effort on the dry density of a compacted soil sample?
What is the effect of increasing the compactive effort on the dry density of a compacted soil sample?
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What is the primary cause of entrapped air in a soil sample during compaction?
What is the primary cause of entrapped air in a soil sample during compaction?
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Why is it important to remove all air voids from a compacted soil sample?
Why is it important to remove all air voids from a compacted soil sample?
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Study Notes
Compaction Process
- The compaction process is assumed not to decrease the volume of solids or soil grains.
Effects of Compaction
- Increases shear strength, density, and bearing capacity of soil.
- Allows for larger loads to be applied to compacted soils due to their increased strength.
Mechanism of Compaction
Cohesive Principles
- Interaction between adsorbed layer and interpretable force.
- Breaking up of old bonds and establishment of new bonds between particles.
- Bending and distortion of soil particles.
Cohesionless Principles
- Rearrangement of soil grains.
- Breaking up of some cementation.
- Bending and distortion of soil particles.
Theories of Compaction
- Lambe theory: physico-chemical concept.
- Proctor theory (1933): lubrication theory, where water addition causes a thin layer to be absorbed by soil grains, increasing the layer with more water.
Role of Water in Compaction
- Water lubricates soil grains (cohesionless soil), allowing them to slide easily and achieve a denser arrangement.
- Water expansion of the double layer, leading to a more orderly arrangement of particles, resulting in higher density (clayey soil).
Phase Diagram
- For a given water content w, the maximum density (ZAV) cannot be reached by compaction.
Soil Compaction
- Objective: increase density, strength, bearing capacity, and reduce permeability and compressibility
- Laboratory work: obtain maximum dry density and optimum water content
- Field compaction: executed by contractors using rollers and compactors
Compaction Process
- Definition: increasing soil unit weight by reducing the soil void ratio using mechanical devices
- Modified Proctor Test: compacting soil in five layers with a 10 Lbs hammer, 18 inches drop height, and 25 blows/layer
- Modified Proctor Energy: 56,250 ft-lb/ft³, calculated by (25 blows/layer) * (5 layers) * (10 lbs) * (1.5 ft) / (1/30) ft³
Comparison of Standard and Modified Proctor Tests
- Mold size: 1/30 ft³ for both tests
- Standard Proctor Test: 12" height of drop, 5.5 lb hammer, 3 layers, 25 blows/layer, and energy 12,375 ft-lb/ft³
- Modified Proctor Test: 18" height of drop, 10 lb hammer, 5 layers, 25 blows/layer, and energy 56,250 ft-lb/ft³
Compaction Procedure in Lab
- Method: removing air voids to achieve a degree of compaction (S=1)
- Water content: wW / vt vw
Soil Compaction
- Objective: Increase density, strength, bearing capacity, and reduce permeability and compressibility
- Laboratory work: Obtain maximum dry density and optimum water content
- Field Compaction: Contractors use rollers and compactors to achieve compaction
Compaction Process
- Definition: Increasing soil unit weight by reducing soil void ratio using mechanical devices
- Reduces permeability and compressibility
Modified Proctor Test
- Similar to Standard Proctor Test with exceptions:
- Soil compacted in five layers
- Hammer weight: 10 lbs or 4.54 kg
- Drop height: 18 inches or 45.72 cm
- Calculated energy: 56,250 ft-lb/ft³
Standard Proctor Test
- Mold size: 1/30 ft³
- Drop height: 12 inches
- Hammer weight: 5.5 lbs
- 3 layers
- 25 blows/layer
- Energy: 12,375 ft-lb/ft³
Compaction Procedure in Lab
- Method: Drop hammer 25 times onto confined soil
- Soil divided into three lifts, each compacted 25 times
- Done 4-6 times from dry to wet
- Goal: Achieve maximum dry density and optimum water content
History of Modified Proctor Test
- Developed during World War II
- By the U.S.
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Description
This quiz covers the effects of soil compaction, including increased shear strength, density, and bearing capacity. It explores how compaction enables larger loads to be applied to soils.